Peter, Thanks for the reply... I have a spillway with a cross section of 80ft bottom width and 5:1S/S at elev 1106. It has to transition down to elev. 1082 and an approximate 20ft wide channel w/ 1:1 S/S. When I said I tried, I got an answer, but should I use multiple reaches say at 2 ft...
Probably a very elementary question for many of you. I have a spillway channel concrete lined, 80ft wide bottom width 5:1 s/s. transitioning to a 20 ft wide channel w/1:1 s/s elevation deop from 80ft width to 20ft width is 24ft. How to model using Hydrocad... I have tried the reach node...
Thank you I have read this paper. I have determined that if the boring does not exceed 8psi there should be no danger of hydrofracking. Contractor has agreed to install a pressure sonde at the borehead to monitor pressure. Also sonde has an output that can be recorded and made a part of the...
I have a very small town that for a client. They are under an order from the state DEQ to measure flow into their lagoon ( a new lagoon that has not yet risen to operating level ) and report it monthly. Due to the limitations of the town employees ( volunteers I am attempting to monitor the...
The fed design center overseeing this project does not want us to bore in the area. Boreholes within 50 ft of the drilling path could create a path for piping during the drilling. This appears to be one of those operations that cannot really be spec'd because of the art of this procedure not...
The foundation is in a red shale that is very prevalent in this area. The route will traverse an old creek channel that was filled during construction of the dam, but the depth of the drilling will be below the bottom of the old flow line of that channel. we have borings that were done 40...
Dsm is operated by a state/federal agency. We have been allowed to do this if they approve our specifications and procedure. USACE has some guidelines for HDD under levees and embankments. Mississippi river levee is much taller and higher hazard potential than this dam. State has deferred...
I need to develop specifications for horizontal drilling underneath a 50ft tall flood control dam. We expect to drill approximately 35 ft below the toe of the damn and emerge approximately 300 ft upstream and downstream of the structure. Does anyone have any information on the allowable...
Thanks for the reply! I thought that was the case. Being an old dinosaur in the business, I didn't want to learn a new program. I will just model it as several ponds until I get to the roadway section downstream.
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My question will probably seem to be very elementary. I am modeling a small dam in a subdivision that lines the creek below the dam. This creek then flows into a 10 acre floodplain with a roadway and culvert that forms a dam under high flows. How do I enter the cross sections below the dam...
While I realize I am just a lowly Agricultural engineer who has never designed a tractor, I have built several pieces of farm equipment and restored my share of antique vehicles, trucks and tractors. I cannot understand why anyone would attach a fuel filter on top of the fuel tank between the...
Just for a bit of practical experience, I once lowered a 120 acre lake 2 ft per day with 2 16 inch welded steel siphons and 1- 24 inch one. This was during an emergency caused by throttling of the intake tower outlet and also during the rainy period, so we had inflow dfrom over 10 inches of...
My experience in Oklahoma indicated that 25% PMF was about equal to the 100yr flood by TP40. This ranged from 20% in the eastern part of the state to 30% in the west. Therefore we used 25% as the 100 yr flood. Other floods were described as % of the PMF
The PMF versus frequency is going to...
